Principles of Foundation Engineering, SI Edition
8th Edition
ISBN: 9781305723351
Author: Braja M. Das
Publisher: Cengage Learning US
expand_more
expand_more
format_list_bulleted
Concept explainers
Question
thumb_up100%
Chapter 2, Problem 2.3P
(a)
To determine
Calculate the void ratio of soil.
(b)
To determine
Calculate the porosity of soil.
(c)
To determine
Calculate the degree of saturation of soil.
(d)
To determine
Calculate the dry unit weight of soil.
Expert Solution & Answer
Want to see the full answer?
Check out a sample textbook solution
Students have asked these similar questions
The moist unit weight of a soil is 119.5 lb/ft3.
For a moisture content of 12% and Gs = 2.65,
calculate: a. Void ratio b. Porosity c. Degree of
saturation d. Dry unit weight
4. For a given soil, the following are known: G, = 2.74, moist unit weight,
y = 20.6 kN/m, and moisture content, w = 16.6%. Determine:
a. Dry unit weight
b. Void ratio
c. Porosity
d. Degree of saturation
Given the following properties of a soil:
Specific gravity of solids = 2.70
Void ratio = 73%
Degree of saturation = 92%
a.) Determine the moisture content of the soil.
b.) Determine the dry unit weight of the soil.
c.) Determine the moisture content when the soil is saturated.
Chapter 2 Solutions
Principles of Foundation Engineering, SI Edition
Ch. 2 - Prob. 2.1PCh. 2 - Prob. 2.2PCh. 2 - Prob. 2.3PCh. 2 - Prob. 2.4PCh. 2 - Prob. 2.5PCh. 2 - Prob. 2.6PCh. 2 - Prob. 2.7PCh. 2 - Prob. 2.8PCh. 2 - Prob. 2.9PCh. 2 - Prob. 2.10P
Ch. 2 - Prob. 2.11PCh. 2 - Prob. 2.12PCh. 2 - Prob. 2.13PCh. 2 - Prob. 2.14PCh. 2 - Prob. 2.15PCh. 2 - For a normally consolidated soil, the following is...Ch. 2 - Prob. 2.17PCh. 2 - Prob. 2.18PCh. 2 - Prob. 2.19PCh. 2 - Prob. 2.20PCh. 2 - Prob. 2.21PCh. 2 - Prob. 2.22PCh. 2 - Prob. 2.23PCh. 2 - Prob. 2.24PCh. 2 - Prob. 2.25PCh. 2 - Prob. 2.26PCh. 2 - Prob. 2.27P
Knowledge Booster
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.Similar questions
- 3.16 The moist density of a soil is 1935 kg/m. Given w = 18% and G, = 2.7, determine: %3D a. Dry density b. Porosity c. Degree of saturation d. Mass of water, in kg/m', to be added to reach full saturationarrow_forward3.2 The moist unit weight of a soil is 17.8 kN/m and the moisture content is 14%. If the specific gravity of the soil solids is 2.69, calculate the following: a. Dry unit weight b. Void ratio c. Degree of saturation 1/arrow_forwardThe moist unit weight of a given soil is 18.64KN/m^3 if the degree of saturation is 55%. But if the degree of saturation of the given soil is 80%, it's moist unit weight is 19.73 KN/m^3 A.) Compute the specific gravity of the soil B.) Compute the dry unit weight of the soil. C.) Compute the percent of soil solidsarrow_forward
- The moist unit weight of a soil is 17.8 kN/m3 and the moisture content is 14%. If the specific gravity of the soil solids is 2.69, calculate the following: a. Dry unit weight b. Void ratio c. Degree of saturationarrow_forwardFor a given soil, the following are given: Gs = 2.67; moist unit weight,y= 112 lb/ft3; and moisture content, w = 10.8%. Determine:a. Dry unit weightb. Void ratioc. Porosityd. Degree of saturationarrow_forwardDetermine the followingarrow_forward
- When the moisture content of a soil is 26%, the degree of saturation is 72% and the moist unit weight is 108 lb/ft3. Determine: a. Specific gravity of soil solids b. Void ratio c. Saturated unit weightarrow_forward3.3 and 3.6arrow_forwardQ4: the moist unit weight of a soil is 19.2kN/m³. Given that Gs =2.69 and w=9.8%, determine a. Dry unit weight b. Void ratio c. porosity d. Degree of saturation.arrow_forward
- 1. The moist weight of (2.7 + 0.25A) x 10° m³ of soil is (55.5 +0.1C) x 103 kN. If the moisture content is (14 + 0.5B) % and the specific gravity of soil solids is (2.65 + 0.05 D), determine the following: a. Moist unit weight b. Dry unit weight c. Void ratio d. Porosity e. Degree of saturation f. Volume occupied by waterarrow_forwardSituation 3: The total volume of a soil specimen is 80,000 mm 3 and it weighs 150 grams. The dry weight of the specimen is 130 grams and the density of the soil solids is 2680 Kg/m3 . Find the following: a. The water content b. Void Ratio c. Porosity d. Degree of saturation e. Saturated unit weight f. Dry unit weightarrow_forward4- The moist density of a soil is 1680 kg/m³. Given w. = 18% and Gs = 2.73, determine: a. Dry density b. Porosity c. Degree of saturation d. Mass of water, in kg/m³, to be added to reach full saturation.arrow_forward
arrow_back_ios
SEE MORE QUESTIONS
arrow_forward_ios
Recommended textbooks for you
Structural Analysis (10th Edition)Civil EngineeringISBN:9780134610672Author:Russell C. HibbelerPublisher:PEARSON
Principles of Foundation Engineering (MindTap Cou...Civil EngineeringISBN:9781337705028Author:Braja M. Das, Nagaratnam SivakuganPublisher:Cengage Learning
Fundamentals of Structural AnalysisCivil EngineeringISBN:9780073398006Author:Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel LanningPublisher:McGraw-Hill Education
Traffic and Highway EngineeringCivil EngineeringISBN:9781305156241Author:Garber, Nicholas J.Publisher:Cengage Learning
Structural Analysis (10th Edition)
Civil Engineering
ISBN:9780134610672
Author:Russell C. Hibbeler
Publisher:PEARSON
Principles of Foundation Engineering (MindTap Cou...
Civil Engineering
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Cengage Learning
Fundamentals of Structural Analysis
Civil Engineering
ISBN:9780073398006
Author:Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:McGraw-Hill Education
Traffic and Highway Engineering
Civil Engineering
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Cengage Learning